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OE <br />CENTERVILLE ROAD <br />310 <br />Property Line <br />Proposed Property Line ( <br />UTILITY NOTES <br />1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and <br />relocations from existing utility locations to the proposed building, as well as to all onsite amenities. <br />These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, <br />electric, site lighting, etc. <br />2. All service connections shall be performed in accordance with state and local standard <br />specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) <br />may require a permit from the City. <br />3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any <br />demolition or excavation. <br />4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours <br />prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. <br />5. Storm sewer requires testing in accordance with Minnesota plumbing code 4715.2820 where <br />located within 10 feet of waterlines or the building. <br />6. All RCP pipe shown on the plans shall be MN/DOT class 5. <br />SAN MH1 <br />(BY CITY) <br />RIM=912.30* <br />INV=904.00* <br />OE <br />CB -1 <br />RIM=912.52 <br />INV=910.00 <br />SUMP=907. <br />CB -2 - - - <br />RIM=912.47 <br />INV=908.45 <br />SUMP=905.45 <br />65 LF 12" <br />UTILITY NOTES <br />7. Maintain a minimum of 7'/2' of cover over all water lines and sanitary sewer lines. Install water <br />lines 18" above sanitary sewers, where the sanitary sewer crosses over the water line, install <br />sewer piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" <br />of separation. <br />8. Where 7'/2' of cover is not provided over sanitary sewer and water lines, install 2" rigid <br />polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive <br />strength of at least 25 psi. Insulation shall be 4' wide, centered over pipe with 6" sand cushion <br />between pipe and insulation. Where depth is less than 5', use 4" of insulation. <br />9. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. <br />10. See Project Specifications for bedding requirements. <br />11. Pressure test and disinfect all new watermains in accordance with state and local requirements. <br />12. Sanitary sewer piping shall be PVC, SDR -35 for depths less than 12', PVC SDR -26 for depths <br />between 12' and 26', and class 52 D.I.P. for depths of 26' or more. <br />13. All new manholes, catch basins, and catch basin / manhole structures shall be constructed <br />utilizing an external chimney seal that is capable of providing a sound seal from casting to <br />pre -cast section. Chimney seals shall be Infi-shield Uni-band or an approved equal. <br />14. Install water and fire service inside the building and terminated 12" above finished floor with a <br />blind flange. <br />LEGEND <br />O <br />0 <br />Ct <br />STORM MANHOLE <br />CATCH BASIN <br />CURB INLET <br />FLARED END <br />SANITARY MANHOLE <br />HYDRANT <br />GATE VALVE & BOX <br />WATER SHUTOFF <br />LIGHT POLE <br />BIRCH STREET <br />-- NEW 18"CULVERT --. <br />(BY CITY) <br />FES (BY CITY) <br />INV=902.05* nr <br />G <br />CTV <br />OE <br />UE <br />FO <br />G <br />T <br />T <br />I I <br />DT m <br />CABLE UNDERGROUND LINE <br />ELECTRIC OVERHEAD LINE <br />ELECTRIC UNDERGROUND LINE <br />FIBER OPTIC UNDERGROUND LINE <br />NATURAL GAS UNDERGROUND LINE <br />SANITARY SEWER PIPE <br />STORM SEWER PIPE <br />TELEPHONE UNDERGROUND LINE <br />WATERMAIN PIPE <br />DRAINTILE PIPE <br />- - - - PROPERTY LINE <br />SETBACK LINE <br />DELINEATED WETLAND (BY OTHERS) <br />FLOODPLAIN <br />BASE BID / BID ALTERNATE LIMITS <br />RCP @ 0.7% <br />0' ROW) <br />MITERED END GRATE <br />\W/ 4'X4' SCOURSTOP _ <br />INV=903.80 <br />FES <br />■ w INV=905.45 <br /><S. <br />NEW SANITARY <br />43 LF6"PVC @ <br />SERVJC: <br />9.6% <br />MITERED END GRATE <br />W/ 4'X4' SCOURSTOP <br />INV=906.50* <br />*COORDINATE OUTLET WITH <br />WETLAND MITIGATION BY OTHERS <br />CONNECT TO WYE <br />PROVIDED BY CITY <br />INV=904.47* <br />COORD. W/MECH. <br />INV=909.50* <br />CB -10 - - <br />RIM=908.05 <br />INV=905.72 <br />SUMP=903.72 <br />CONNECT DRAINTILE <br />I TO CATCH BASIN <br />(TYP BOTH SIDES) <br />40 LF 12" ..-►/ <br />RCP @0.5% <br />C6 <br />APPROXIMATE FLOODPLAI <br />903.58 PER RCWD <br />OE OE <br />15 LF 10"PVC @1.0% <br />STMH1 <br />IIV=908.35 <br />75 LF 12" PVC @ 0.40% <br />J - « <br />COORD. W/MECH. <br />1 NV=908.50* <br />PROPOSED FIRE STATION <br />FFE=914.50' <br />5' (ARCH 100') <br />I I <br />cY) <br />di, <br />T I <br />MITERED END GRATE <br />W/ 4'X4' SCOURSTOP <br />6 INV, 90,6.50 <br />C6 <br />W <br />Z3)I L('; <br />cO <br />o In <br />FES (BY CITY) <br />INV=906.20* <br />- 11 <br />20" CULVERT <br />(BY CITY) <br />COORD. W/MECH. <br />(SEE NOTE 14) <br />rel <br />NMI NNE <br />�!1 <br />40 LF 15" <br />RCP @0.8% 1 <br />30 LF 15" <br />RCP @ 0.8% <br />CB -3 <br />RIM=911.71 <br />INV=908.47 <br />SUMP=905.47 <br />11 <br />NEW DOMESTIC <br />WATER SERVICE <br />80 LF 4" DIP <br />CB -5 <br />RIM=911.03 <br />INV=908.23 <br />SUMP=905.23 >S MENS <br />FES <br />INV=906.48 <br />22 LF 15" <br />RCP @ 1.0% <br />MANHOLE FRAME & COVER: <br />NEENAH R-2501, TYPE C GRATE <br />MIN OF 2, MAX OF 5 CONCRETE <br />ADJUSTMENT RINGS WITH FULL <br />BED OF MORTAR BETWEEN EACH AND <br />A 4" COLLAR ON THE OUTSIDE. NO SHIMS <br />OF ANY MATERIAL ALLOWED. <br />PLACE EXTERNAL CHIMNEY SEAL. <br />NEW FIRE WATER <br />80 LF 6" DIP <br />130 LF 4" PERF. <br />DRAINTILE <br />INV: 906.50 <br />CB -7 <br />RIM=910.34 <br />INV=906.70 <br />SUMP=903.70 <br />SAN MH2 (BY CITY) <br />RIM=912.18* <br />INV=905.30* <br />CB -6 <br />RIM=911.03 <br />INV=908.38 <br />SUMP=905.38 <br />CB -8 <br />RIM=910.34 <br />INV=907.00 <br />SUMP=904.00 <br />INSTALL 20 LF 4" SOLID PVC <br />PIPE AT WATERMAIN CROSSING <br />CONNECT TO STUBS <br />PROVIDED BY CITY <br />CONNECT DRAINTILE <br />TO CATCH BASIN <br />(TYP BOTH SIDES) <br />III III <br />111 III I <br />III <br />CONNECT DRAINTILE <br />TO CATCH BASIN <br />(TYP BOTH SIDES) <br />III <br />III <br />III <br />IIII <br />III I <br />III <br />IIII I <br />111 I <br />III <br />111 I <br />111 I <br />111 <br />III I <br />111 <br />\11 I <br />\II <br />111 <br />11\ I <br />IjII I <br />III <br />III <br />III <br />III <br />III <br />III <br />I/I / <br />/// <br />/i/ <br />/ <br />/// /a <br />// /t / <br />SANITARY SEWER AND <br />/ATFRMAIN STUBS BY CITY <br />CB -4 <br />RIM=911.71 <br />INV=908.71 <br />SUMP=905.71 <br />2 <br />INSTALL 20 LF 4" SOLID PVC PIPE <br />AT WATERMAIN CROSSING <br />CONNECT DRAINTILE <br />TO CATCH BASIN <br />(TYP BOTH SIDES) <br />/ <br />of <br />�oGP�N� 'C��0\N�1O1$2 <br />o 5 <br />�PS�� P � Z1pO <br />QO <br />/ <br />/ <br />/ <br />IN <br />S89°24'11 "E 700.16 <br />P:\Projects\"rojects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C4.dwg <br />III <br />III <br />III <br />III <br />III <br />III <br />III <br />111 <br />III <br />111 <br />III <br />III <br />III <br />111 <br />111 <br />\I\ <br />111 <br />111 <br />111 <br />A\ <br />111 <br />11\ <br />II I <br />111 <br />II I <br />II I <br />III <br />/1/ <br />/// <br />/// <br />/1/ <br />/1/ <br />/1/ <br />ALL JOINTS IN MANHOLE TO HAVE <br />'0' RING RUBBER GASKETS. <br />MANHOLE STEPS, COPOLYMER <br />POLYPROPYLENE PLASTIC, <br />WITH 1/2" GRADE 60 STEEL <br />REINFORCEMENT OR EQUAL, 16" O.C. <br />PRECAST CONCRETE SECTION <br />PIPE SHALL BE CUT OUT FLUSH <br />WITH INSIDE FACE OF WALL. <br />WATERTIGHT CONNECTION <br />(BOOT, TYPICAL) <br />STORM SEWER JUNCTION <br />MANHOLE DETAIL <br />r -u <br />NORTH <br />0 20 40 80 <br />O 'LII <br />a) 22 <br />2 <br />CIS V/J <br />JwM <br />0 <br />0 <br />0) <br />a) <br />C <br />0 <br />L <br />co <br />0> <br />< E- <br />-Lu <br />• z Lu <br />U�o <br />w ° 0 Z <br />z• Wafy <br />u'� <br />a-ZO <br />J <br />dmQC7w <br />w = z z <br />• H w Z <br />• J2 <br />< Z <br />=wz00 <br />u_ - w F- <br />� aQoO) <br />w22w <br />0�=ate <br />}0o)uJw <br />ma�Z0 <br />LU2EZ� <br />W <br />- U Q <br />-00_1 J <br />N <br />0) <br />10 <br />0 <br />z <br />uJ <br />LO <br />rn <br />0 0 <br />0) <br />rn <br />10 <br />4 <br />LC) <br />CV <br />SUITE 504 APPLE VALLEY, MN <br />COMM: 12146115 <br />01/19/15 <br />REVISIONS: <br />Addendum No. 2 <br />co <br />N <br />Watershed Submittal <br />Watershed Comments <br />14) LO <br />C') N <br />cD d' <br />a <br />Watershed Revs <br />Watershed Revs <br />10 0D <br />N <br />Lino Lakes <br />1710 Birch Street <br />Lino Lakes, Minnesota <br />Utility Plan <br />0 <br />U <br />c3 <br />z <br />5 <br />x <br />H <br />F9;; <br />O <br />